Apparatus for driving sheet piles into the ground

ABSTRACT

In order to facilitate or make possible the driving of sheet pile planks and the like into the ground, adjacent the location where the sheet pile planks are to be driven in, there is provided a cavity in the ground for at least partially receiving the soil as it is displaced during the pile driving operation. The cavity is provided not later than during the driving-in of the sheet pile planks.

United States Patent Dumont 1 Dec. 23, 1975 APPARATUS FOR DRIVING SHEET PILES [56] References Cited UNITED STATES PATENTS INTO THE GROUND [75] Inventor:

Fritz Dumont,

Dortmund-Persebeck, Germany [73] Assignee: Baugesellschait Klammt KG, Hagen,

Taylorumwn."

Alexander...............,............

Gen'nany Oct [21] Appl. No.: 519,024

. 29, 1974 Primary Examiner-Al Lawrence Smith Assistant Examiner-Robert C. Watson [22] Filed:

Attorney, Agent, or Firm-Spencer & Kaye Related US. Application Data [62] Division of Ser. No. 448,764, March 6, 1974.

ABSTRACT In order to facilitate or make possible the driving of sheet pile planks and the like into the ground, adja- Foreign Application Priority Data cent the location where the sheet pile planks are to be driven in, there is provided a cavity in the ground for at least partially receiving the soil as it is displaced during the pile driving operation. The cavity is provided not later than during the driving-in of the sheet pile planks.

[58] Field of EOZD 5/22 254/29 R; 61/53, 53.5;

13 Claims, 9 Drawing Figures US. Patent Dec. 23, 1975 Sheet 1 of5 3,927,861

US. Patent Dec. 23, 1975 Sheet 2 of5 3,927,861

U.S. Patent Dec. 23, 1975 Sheet 3 of5 3,927,861

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wt g 3 g Q mt US. Patent Dec. 23, 1975 Sheet 4 of5 3,927,861

3 wk w E Q 3\ k g wk m m? W mm K ma v mu @v *tw E wk ix x m? n II, I 3 1 M Q .W\\\ W av 7f 3% Q. m m 0$ m m UMM APPARATUS FOR DRIVING SHEET PILES INTO THE GROUND CROSS-REFERENCE TO RELATED APPLICATION This application is a division of copending application Ser. No. 448,764, filed Mar. 6, I974.

BACKGROUND OF THE INVENTION The present invention relates to a method and apparatus for driving sheet pile planks and the like into the ground.

With the prior art methods and apparatuses it has been possible to drive sheet pile planks and the like only into cohesive and loosely or half-tightly packed, fine-grained soil, such as clay and silt (water-containing, fine-grained soil). Depending on the type of soil, the amount of energy required varies.

It is, however, practically impossible to drive sheet pile planks and the like into tightly packed noncohesive soil, such as sand or gravel, even if great amounts of energy are expended.

SUMMARY OF THE INVENTION It is an object of the present invention to provide a process and an apparatus which make it possible to drive sheet pile planks and the like even into difficult soil, or, under normal soil conditions to operate with substantially reduced energy and time input.

This object and others to become apparent as the specification progresses, are accomplished by the invention, according to which, briefly stated, a cavity is made. for example by drilling, in the vicinity of the location where the sheet pile plank is to be driven in. The cavity is designed to be of sufficient size to accommodate at least in part, the soil displaced during the pile driving operation.

In case of a soil type into which sheet pile planks could be driven by prior art methods and apparatuses, the heretofore required force may be reduced to one tenth of its value by practicing the invention. Furthermore, by virtue of the invention, the driving of planks into tightly packed noncohesive soil has now become possible.

The apparatus for practicing the above-outlined method comprises a transverse head which accommodates and supports the sheet pile driving mechanism as well as the cavity making (hole drilling) mechanism which is situated adjacent the sheet pile (or plank) driving mechanism.

BRIEF DESCRIPTION OF THE DRAWINGS FIG. I is a schematic front elevational view of a preferred embodiment of the invention.

FIG. 2 is a schematic side elevational view of the same embodiment.

FIG. 3 is a plan view of the same embodiment from line Il of FIG. 1.

FIG. 4 is a side elevational sectional view of some components of the embodiment as shown in FIG. 1.

FIG. 5 is a schematic front elevational view of another embodiment which is connected to a sheetpiling.

FIG. 6 is a plan view of the same embodiment.

FIG. 7 is a side elevational view of the same embodiment.

FIG. 8 is an enlarged sectional side elevational view taken along line II-Il of FIG. 5.

FIG. 9 is an enlarged sectional side elevational view taken along line III-III of FIG. 5.

DESCRIPTION OF THE METHOD To facilitate or make possible the driving of sheet pile planks into the ground, adjacent the location where the planks are driven in, at least one hole is being bored to thus provide a cavity which may take up at least part of the soil as it is displaced by the progressively penetrating plank driven into the ground. The hole drilling operation is effected not later than during the driving of the adjacent planks.

According to an inventive modification of the method of the present invention, the drilling and pile driving are effected alternatingly in stages; the drilling process is adapted to the driving process depending on the type of soil involved and/or depending on the level of groundwater.

Under certain circumstances it may be advantageous to drive and drill simultaneously.

According to a further advantageous and inventive feature of the method, the volume of the hole drilled approximately corresponds to that of the material displaced during the plank driving process. Under certain circumstances it may be particularly advantageous if the drilled hole has a cross section which is approximately equal to that of the plank to be driven in.

It is furthermore advantageous to drill the hole to a depth which corresponds to that to which the plank is driven.

According to an advantageous and inventive variation of the above-described process, the drilling is ef fected in connection with driving one or a plurality of sheet pile planks or the like only when the peak pressures and the jacket friction at the lateral surface of the planks or the like exceed the drive-in pressure.

According to a further advantageous feature of the above-described method, the planks or the like are driven in by means of static pressures. In this manner the planks or the like can be driven in almost without noise and vibration.

In case of particularly difficult soil conditions, it may be advantageous to drive the planks with pulsating pressure, or to selectively exert static or pulsating pressures on the planks.

Under certain circumstances it may be particularly advantageous to superimpose pulsating pressures over the static pressures during driving in of the planks or the like.

According to a further inventive feature of the above-described method, the walls of the holes are reinforced in such a manner that collapse of the hole upon retraction of the drilling device is prevented and the walls of the hole will yield to the pressure of the soil during the plank driving process. It has been found to be particularly advantageous to fill the drilled hole with a supporting fluid. This prevents that loose soil, such as sand, fills up the bore hole once the drill has been retracted and before the plank or the like has been driven in adjacent the drilled hole. Bentonite enriched with water has been found to be particularly well suited as a supporting fluid.

Upon completion of the plank driving process it is advantageous to fill the bore hole in order to obtain sufficient stability of the sheet pile in the soil. For this reason it is particularly advantageous to employ a hardening material with a delayed setting time.

DESCRIPTION OF THE PREFERRED EMBODIMENTS Turning now to FIGS. 1,2,3 and 4, the apparatus shown therein comprises a transverse head 1, pressing devices 2 and drilling devices 3, as well as a framework 4. The transverse head 1 is fastened to the framework 4 with chains 5 or the like. The framework 4 has a bottom plate 6 with vessels 7 which can be filled to provide added weight, and supporting rods 8 to align sheet piles or planks 9 which form a sheetpiling.

The pressing devices 2 which are four in number in the illustrated case, can each be fastened to the head of a sheet pile 9 by means of a clamping element 10.

The clamping elements 10 themselves are each connected to a piston rod 11 of a hydraulic piston 12 (FIG. 4) which can be charged from both sides. Between each two pistons 12 a drilling device 3 is provided which can be raised and lowered within limits. The axial displaceability of the drilling device 3 approximately corresponds to the stroke of piston 12.

it is expedient to provide each drilling device 3 with a hollow drill, hollow drill rods and a water swivel.

In order to keep the sheet piles perpendicular at least at the beginning of the driving process, it is known to suspend the transverse head 1 together with the connected sheet piles 9 or the like from a crane. The bore hole is located in a distance of 10 to 20 centimeters averaging centimeters from the sheet piles. The ratio of the cross-sectional area of the bore hole and that of a sheet pile or plank is about 2 to 7, if the soil type is convenient. If the sheet piles are profiled like a Z, they are compound two by two as the drawings show to a groove profil the cross section of which has a total area of about 280 square centimeters, each sheet pile having a cross-sectional area of about 140 square centimeters. Amidst the two sheet piles building a groove the bore hole is placed with a cross section of about 80 square centimeters. In case of difficult soil conditions it may be necessary to set a bore hole of about 310 square centimeters for driving in the same sheet piles.

Turning now to the embodiment illustrated in FIGS. 5,6,7,8 and 9, the apparatus includes a transverse head 101, four hydraulic pressing devices 102 and two drilling devices 103 as well as a framework 104. The transverse head 101 is fastened to four sheet piles or planks 109 via the piston rods of the pressing devices. The framework 104 includes a bottom frame 106 with vessels 107 disposed thereon which can be filled, for example with sand, in order to provide added weight, and two pairs of supporting beams 108 and 108 to align the sheet piles.

The piston rod of each pressing device 102 is releasably fastened to the head of a sheet pile 109 by means of a clamping element 110.

Between every two pressing devices 102 there is disposed a drilling device 103 which may be raised and lowered within limits. The axial displaceability of the drilling devices 103 approximately corresponds to the stroke of the hydraulic pressing devices 102 which include power cylinders.

The supporting beam pairs 108 and 108' extend on both sides beyond the sheet piles 109, which are connected with the transverse head 101 via the piston rods of the pressing devices 102, into the region of a plurality of already driven-in sheet piles 113 and into the region of four sheet piles 114 still to be driven in. Stated differently, the beam pairs 108 and 108' extend below the transverse head 101, along and beyond its length dimension, wherein the length dimension is measured parallel to the sheetpiling formed of the sheet piles or planks 109, 113 and 114.

The pair of the supporting beams 108 is fastened to columns 115 which extend from the bottom frame 106 of framework 104, while the pair of supporting beams 108' is clamped, by means of at least two length-adjustable bolts 116 which are fastened to the end pieces of the pair of supporting beams, to the piles 109, 113, 114. The latter are disposed between the pairs of supporting beams 108, 108'. The horizontal spacing between the two beam pairs corresponds to at least the overall thickness of the sheet piles. With this arrangement it is possible to drive sheet piles into the ground at a preselected inclination with respect to the vertical in a more dependable manner than it has been heretofore possible.

The two types of couplings illustrated in detail in FIGS. 8 and 9, respectively, both have a form-retaining base plate 119 which, with an integral tongue 120, projects in a formfitting manner into the intermediate space between the pair of supporting beams 108. Moreover, the base plate 119 is releasably fastened to the pair of supporting beams 108' by means of a bolt 121 which passes through the intermediate space, a butt strap 122 and a nut 123.

Turning now to the coupling 117 shown in FIG. 9, a pair of supporting anns 124 (only one shown) is articulated to the base plate 119 of coupling 117 and is pivotable about an axis 125 which is at a right angle to the driving direction of the sheet piles. The pair of supporting arms 124 is directed obliquely downwardly and is supported in a face-transmitting manner at the sheet pile 109 under the force of a helical tension spring 126 so that the coupling is automatically released when the sheet pile is driven in, but is automatically closed at the latest when pulling forces exerted on the sheet pile are greater then the driving forces. The spring 126 is fastened with its one end to the pair of supporting arms 124 while its other end which is provided with a handle 127, is releasably attached to a hook 128 extending from the base plate 119 in order to provide an easy release of the coupling from framework 104.

Turning now to the coupling 118 illustrated in FIG. 8, two pairs of supporting arms 129 and 130 (only one arm of each pair is shown) of identical length are artic ulated to the base plate 119 of coupling 118 and are pivotable about an axis 125. The pair of supporting arms 129 is oriented obliquely upwardly and the pair of supporting arms 130 is oriented obliquely downwardly.

To each pair of supporting arms there is articulated a threaded nut 132 which is pivotable about an axis 131. Both nuts 132 are threaded on a spindle 133 which has a right-handed thread 134 over half of its length and a left-handed thread 135 over the other half of its length. The nuts 132 are held on different halves of the spindle.

The threaded nuts 132 have internal threads which correspond to these thread zones. A key seat 136 is shaped to the upper end portion of the spindle 133.

By rotating the spindle 133, the free end parts of the supporting arms 129 and 130 can be clamped to a sheet pile 113 in a force transmitting manner so that the closed coupling 118 securely connects either a sheet pile 113 or 114 with the framework 104 in the pressing well as pulling direction. By rotating the spindle 133 in the opposite direction, the coupling is released.

It is thus seen that advantageously, at those portions of the framework which is below the transverse head, couplings of the type shown in FlG. 9 (that is, couplings 117) are used, whereas at those portions of the framework which extend beyond the length dimension of the transverse head 101, couplings of the type shown in FIG. 8 (that is, couplings l 18) are utilized. This may be well observed in FIG. 5.

For driving in the four sheet piles 109, the procedure is as follows: First the two center piles are pressed into the ground to a depth of about 50 cm. The outer sheet piles 109 serve as the holding members and the reaction forces exerted by the pressing devices 102 are transmitted to the framework 104 and the sheet piles 113, 114 coupled thereto. Then the outer piles 109 are pressed into the ground and the center piles 109 transfer the reaction forces to framework 104 and the piles 113, 114 coupled thereto. This operation is performed alternately until the selected depth for the piles has been reached.

At the beginning of the erection of the sheetpiling it is also possible, in order to realize high abutment forces, to provide, at both sides of the piles 109 connected to the piston rods of the pressing devices 102, only piles 114 which are to be driven in and to couple them with the framework 104.

Thus, in the apparatus described in connection with FIGS. 5-9, the reaction forces which are produced by the pressing devices during driving in of the sheet piles or the like and which act on the transverse head can be transferred to the framework when the weight of the cross head and of the pressing devices is not sufficient to compensate for these reaction forces.

The feature that the framework 104 (more particularly, the support beam pairs 108, 108) extends beyond the length dimension of the transverse head 101 and is thus clampingly connectable to the already driven-in sheet piles 113 and to the sheet piles 114 still to be driven in, has the advantage that much greater driving forces may be applied by the pressing devices than it has been previously possible. With this measure, the reaction forces occurring during the step-wise driving of one or a plurality of sheet piles directly connected to the transverse head 101 when the couplings associated with these sheet piles are released while all other couplings, i.e. the couplings associated with the sheet piles supported by the framework, remain closed, are absorbed by the gravity effect of the framework and also by the gravity effect of the piles not directly connected with the transverse head, i.e. the piles still to be driven in, and possibly also of the piles which are already driven in. This produces far higher abutment forces than previously possible so that much higher pressure forces can be exerted by the pressing devices 102.

Moreover, the anchor means, such as chains 5 used in the apparatus shown in FIG. 1 which connect the transverse head with the framework may be omitted from the apparatus illustrated in FIGS. 5-9.

After driving in the sheet piles 109 as deep as wanted the transverse head 101 will be taken above the sheet piles 114 by a crane. Then the sheet piles 114 will be connected with the pressing devices 102.

It will be understood that the above description of the present invention is susceptible to various modifications, changes and adaptations, and the same are intended to be comprehended within the meaning and range of equivalents of the appended claims.

1 claim:

1. An apparatus for driving sheet pile planks or the like into the ground, comprising in combination:

a. a transverse head disposed above the ground where the planks are to be driven in, said transverse head having a length dimension along which the planks are driven in a row below the transverse head;

b. a plurality of plank pressing devices supported by and spacedly suspended from said transverse head;

0. means for connecting said pressing devices with the planks;

d. a framework disposed below said transverse head and extending along the ground beyond the length of said transverse head; and

e. releasable coupling means carried by said framework for temporarily and selectively clamping individual planks to said framework; said coupling means including means for clampingly engaging the planks when they are urged out of the ground by pulling forces and for automatically releasing the planks when they are urged into the ground by plank pressing forces.

2. An apparatus for driving sheet pile planks or the like into the ground, comprising in combination:

a. a transverse head disposed above the ground where the planks are to be driven in, said transverse head having a length dimension along which the planks are driven in a row below the transverse head;

b. a plurality of plank pressing devices supported by and spacedly suspended from said transverse head;

c. means for connecting said pressing devices with the planks;

d. a framework disposed below said transverse head and extending along the ground beyond the length of said transverse head; and

e. a plurality of releasable couplings carried by said framework for temporarily and selectively clamping individual planks to said framework, each coupling having 1. a base plate formfittingly attached to said framework;

2. at least one support arm being oriented at an inclination with respect to the plank driving direction of said pressing devices, said support arm having a free end for clampingly engaging an adjacent plank in a force-transmitting manner;

3. means for articulating said support arm to said base plate for a pivotal movement about a pivot axis extending normal to said plank driving direction; and

4. spring means attached to said support arm and said base plate for urging said support arm into a clamping position.

3. An apparatus for driving sheet pile planks or the like into the ground, comprising in combination:

a. a transverse head disposed above the ground where the planks are to be driven in, said transverse head having a length dimension along which the planks are driven in a row below the transverse head;

b. a plurality of plank pressing devices supported by and spacedly suspended from said transverse head;

c. means for connecting said pressing devices with the planks;

d. a framework disposed below said transverse head and extending along the ground beyond the length of said transverse head; and

e. releasable coupling means carried by said framework for temporarily and selectively clamping individual planks to said framework; said coupling means including a plurality of couplings attached to said framework horizontally beyond the said length dimension; each coupling being associated with one plank; at least one of said couplings including means for clampingly engaging the associated plank when the latter is urged in either direction by respective pulling or pressing forces; said at least one coupling further including means for selectively clamping the framework to or releasing it from said associated plank.

4. An apparatus for driving sheet pile planks or the like into the ground, comprising in combination:

a. a transverse head disposed above the ground where the planks are to be driven in, said transverse head having a length dimension along which the planks are driven in a row below the transverse head;

b. a plurality of plank pressing devices supported by and spacedly suspended from said transverse head;

c. means for connecting said pressing devices with the planks;

d. a framework disposed below said transverse head and extending along the ground beyond the length of said transverse head; and

e. releasable wedging means carried by said framework for temporarily and selectively locking individual planks to said framework for transmitting, between framework and planks, reaction forces generated during operation of the pressing devices.

5. An apparatus for driving sheet pile planks or the like into the ground, comprising in combination:

a. a transverse head disposed above the ground where the planks are to be driven in, said transverse head having a length dimension along which planks of a first plank group are driven in a row vertically below the transverse head; the first plank group being positioned next to and in alignment with a row of planks of a second plank group extending beyond the length dimension of said transverse head;

b. a plurality of plan pressing devices supported by and spacedly suspended from said transverse head;

c. means for connecting said pressing devices with the planks of the first plank group;

d. a framework extending substantially horizontally below said transverse head; said framework having a first length portion disposed within the length dimension of said transverse head and extending adjacent the planks of the first plank group; said framework having a second length portion disposed beyond the length dimension of said transverse head and extending adjacent the planks of the second plank group;

e. first releasable coupling means carried by said first length portion of said framework for temporarily and selectively locking individual planks of the first plank group to sid first length portion of said framework for immobilizing selected ones of the individual planks of the first plank group with respect to said first length portion of said framework 8 for transmitting reaction forces from the selected planks of the first plank group to said first length portion of said framework through said first coupling means; and

f. second releasable coupling means carried by said second length portion of said framework for temporarily and selectively locking individual plans of the second plank group to said second length portion of said framework for immobilizing said second length portion of said framework with respect to the selected individual planks of the second plank group for transmitting the reaction forces from said second length portion of said framework to planks of the second plank group.

6. An apparatus as defined in claim 5, wherein said framework includes substantially horizontally extending and horizontally spaced guide elements between which the planks of the plank groups are positioned, said guide elements engaging the planks.

7. An apparatus as defined in claim 5, said framework includes at least two parallel spaced support beams extending approximately normal to the plank driving direction of said pressing devices, said supporting beams being connected to one another at least at the beam ends; the distance between said beams corresponding approximately to the thickness of a plank.

8. An apparatus as defined in claim 7, wherein said support beams are secured to one another by lengthadjustable connecting means.

9. An apparatus as defined in claim 5, the coupling means including means for formfittingly attaching the coupling means to said framework.

10. An apparatus as defined in claim 3, wherein said at least one coupling further includes a base plate attached to said framework; at least two support arms, one support arm being oriented at an inclination with respect to and in the plank driving direction of said pressing devices, another support arm being oriented opposite and at an inclination with respect to said plank driving direction, each said support arm having a free end for clampingly engaging said associated plank in a force transmitting manner, means for articulating said support arms to said base plate for a pivotal movement about pivot axes extending normal to said plank driving direction; and tensioning means connecting said support arms to one another, said tensioning means including adjustable means for effecting pivotal motion of said support arms with respect to one another.

ll. An apparatus as defined in claim 10, wherein said tensioning means includes a spindle engaging said support arms.

12. An apparatus as defined in claim 11, said spindle having a first half provided with a right-hand thread and a second half provided with a left-hand thread; said tensioning means further including a first nut threadedly engaging said spindle on said first half and pivotally secured to said one support arm and a second nut threadedly engaging said spindle on said second half and pivotally secured to said other support arm.

13. An apparatus as defined in claim 7, wherein the releasable coupling means are supported between said support beams.

UNITED STATES PATENT AND TRADEMARK OFFICE CERTIFICATE OF CORRECTION PATENT NO. 1 3 927 3 1 DATED 3 December 23rd, 1975 INVENTOR(S) it ont It is certified that error appears in the above-identified patent and that said Letters Patent are hereby corrected as shown below:

In the heading of the patent, under [30] Foreign Application Priority Data, change "Germany 2406237" to -Germany 2406283-.

Column 4, line 35, change "face-transmitting" to forcetrans line 58, before "nuts" insert -two.

mitting--; Column 7, line 45, change "plan" to -plank; line 61, change "sid" to -said-.

Column 8, line 7, change "plans" to --planks-.

Signed and Sealed this sea f y1976 A Nest:

RUT Arie-:1? Zia SON C. MARSHALL DANN g jjrcer Commissioner nflar-ints and Trademarks 

1. An apparatus for driving sheet pile planks or the like into the ground, comprising in combination: a. a transverse head disposed above the ground where the planks are to be driven in, said transverse head having a length dimension along which the planks are driven in a row below the transverse head; b. a plurality of plank pressing devices supported by and spacedly suspended from said transverse head; c. means for connecting said pressing devices with the planks; d. a framework disposed below said transverse head and extending along the ground beyond the length of said transverse head; and e. releasable coupling means carried by said framework for temporarily and selectively clamping individual planks to said framework; said coupling means including means for clampingly engaging the planks when they are urged out of the ground by pulling forces and for automatically releasing the planks when they are urged into the ground by plank pressing forces.
 2. An apparatus for driving sheet pile planks or the like into the ground, comprising in combination: a. a transverse head disposed above the ground where the planks are to be driven in, said transverse head having a length dimension along which the planks are driven in a row below the transverse head; b. a plurality of plank pressing devices supported by and spacedly suspended from said transverse head; c. means for connecting said pressing devices with the planks; d. a framework disposed below said transverse head and extending along the ground beyond the length of said transverse head; and e. a plurality of releasable couplings carried by said framework for temporarily and selectively clamping individual planks to said framework, each coupling having
 2. at least one support arm being oriented at an inclination with respect to the plank driving direction of said pressing devices, said support arm having a free end for clampingly engaging an adjacent plank in a force-transmitting manner;
 3. means for articulating said support arm to said base plate for a pivotal movement about a pivot axis extending normal to said plank driving direction; and
 3. An apparatus for driving sheet pile planks or the like into the ground, comprising in combination: a. a transverse head disposed above the ground where the planks are to be driven in, said transverse head having a length dimension along which the planks are driven in a row below the transverse head; b. a plurality of plank pressing devices supported by and spacedly suspended from said transverse head; c. means for connecting said pressing devices with the planks; d. a framework disposed below said transverse head and extending along the ground beyond the length of said transverse head; and e. releasable coupling means carried by said framework for temporarily and selectively clamping individual planks to said framework; said coupling means including a plurality of couplings attached to said framework horizontally beyond the said length dimension; each coupling being associated with one plank; at least one of said couplings including means for clampingly engaging the associated plank when the latter is urged in either direction by respective pulling or pressing forces; said at least one coupling further including means for selectively clamping the framework to or releasing it from said associated plank.
 4. An apparatus for driving sheet pile planks or the like into the ground, comprising in combination: a. a transverse head disposed above the ground where the planks are to be driven in, said transverse head having a length dimension along which the planks are driven in a row below the transverse head; b. a plurality of plank pressing devices supported by and spacedly suspended from said transverse head; c. means for connecting said pressing devices with the planks; d. a framework disposed below said transverse head and extending along the ground beyond the length of said transverse head; and e. releasable wedging means carried by said framework for temporarily and selectively locking individual planks to said framework for transmitting, between framework and planks, reaction forces generated during operation of the pressing devices.
 4. spring means attached to said support arm and said base plate for urging said support arm into a clamping position.
 5. An apparatus for driving sheet pile planks or the like into the ground, comprising in combination: a. a transverse head disposed above the ground where the planks are to be driven in, said transverse head having a length dimension along which planks of a first plank group are driven in a row vertically below the transverse head; the first plank group being positioned next to and in alignment with a row of planks of a second plank group extending beyond the length dimension of said transverse head; b. a plurality of plan pressing devices supported by and spacedly suspended from said transverse head; c. means for connecting said pressing devices with the planks of the first plank group; d. a framework extending substantially horizontally below said transverse head; said framework having a first length portion disposed within the length dimension of said transverse head and extending adjacent the planks of the first plank group; said framework having a second length portion disposed beyond the length dimension of said transverse head and extending adjacent the planks of the second plank group; e. first releasable coupling means carried by said first length portion of said framework for temporarily and selectively locking individual planks of the first plank group to sid first length portion of said framework for immobilizing selected ones of the individual planks of the first plank group with respect to said first length portion of said framework for transmitting reaction forces from the selected planks of the first plank group to said first length portion of said framework through said first coupling means; and f. second releasable coupling means carried by said second length portion of said framework for temporarily and selectIvely locking individual plans of the second plank group to said second length portion of said framework for immobilizing said second length portion of said framework with respect to the selected individual planks of the second plank group for transmitting the reaction forces from said second length portion of said framework to planks of the second plank group.
 6. An apparatus as defined in claim 5, wherein said framework includes substantially horizontally extending and horizontally spaced guide elements between which the planks of the plank groups are positioned, said guide elements engaging the planks.
 7. An apparatus as defined in claim 5, said framework includes at least two parallel spaced support beams extending approximately normal to the plank driving direction of said pressing devices, said supporting beams being connected to one another at least at the beam ends; the distance between said beams corresponding approximately to the thickness of a plank.
 8. An apparatus as defined in claim 7, wherein said support beams are secured to one another by length-adjustable connecting means.
 9. An apparatus as defined in claim 5, the coupling means including means for formfittingly attaching the coupling means to said framework.
 10. An apparatus as defined in claim 3, wherein said at least one coupling further includes a base plate attached to said framework; at least two support arms, one support arm being oriented at an inclination with respect to and in the plank driving direction of said pressing devices, another support arm being oriented opposite and at an inclination with respect to said plank driving direction, each said support arm having a free end for clampingly engaging said associated plank in a force transmitting manner, means for articulating said support arms to said base plate for a pivotal movement about pivot axes extending normal to said plank driving direction; and tensioning means connecting said support arms to one another, said tensioning means including adjustable means for effecting pivotal motion of said support arms with respect to one another.
 11. An apparatus as defined in claim 10, wherein said tensioning means includes a spindle engaging said support arms.
 12. An apparatus as defined in claim 11, said spindle having a first half provided with a right-hand thread and a second half provided with a left-hand thread; said tensioning means further including a first nut threadedly engaging said spindle on said first half and pivotally secured to said one support arm and a second nut threadedly engaging said spindle on said second half and pivotally secured to said other support arm.
 13. An apparatus as defined in claim 7, wherein the releasable coupling means are supported between said support beams. 